WO2022127539A1 - Integrated cold-formed thin-wall steel and lightweight concrete composite wallboard structure - Google Patents

Integrated cold-formed thin-wall steel and lightweight concrete composite wallboard structure Download PDF

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Publication number
WO2022127539A1
WO2022127539A1 PCT/CN2021/132730 CN2021132730W WO2022127539A1 WO 2022127539 A1 WO2022127539 A1 WO 2022127539A1 CN 2021132730 W CN2021132730 W CN 2021132730W WO 2022127539 A1 WO2022127539 A1 WO 2022127539A1
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Prior art keywords
wall panel
shaped steel
concave
convex
formed thin
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PCT/CN2021/132730
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French (fr)
Chinese (zh)
Inventor
王亚腾
姚斌
零江龙
张磊
骆礼松
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PowerChina Guiyang Engineering Corp Ltd
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PowerChina Guiyang Engineering Corp Ltd
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Priority claimed from CN202011489240.4A external-priority patent/CN112459347A/en
Priority claimed from CN202023029620.8U external-priority patent/CN214461747U/en
Application filed by PowerChina Guiyang Engineering Corp Ltd filed Critical PowerChina Guiyang Engineering Corp Ltd
Publication of WO2022127539A1 publication Critical patent/WO2022127539A1/en
Priority to SA523441231A priority Critical patent/SA523441231B1/en
Anticipated expiration legal-status Critical
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts

Definitions

  • a cold-formed thin-walled steel light concrete composite integrated wall panel structure comprising a wall panel body cast with light concrete, the left and right ends of the wall panel body are respectively connected with concave shaped steel and/or Or convex section steel, the convex part of the convex section steel corresponds to the structure of the concave section of the concave section steel; a mounting pipe is arranged between the two side walls of the convex part, and the two ends of the mounting pipe are respectively connected with the side wall of the convex part
  • the inner surface is fixedly connected, and two screws are installed in the installation tube facing away from each other, a spring is arranged between the two screws, and the two screws pass through the protruding part and extend to the outside;
  • Each is provided with a plurality of sets of horizontally arranged sleeves, and the sleeves communicate with the outside through the connecting ends of the side walls.
  • the installation pipes 7, the screw rods 8, the springs 9 and the sleeves 10 are provided in a plurality along the height direction of the wall panel body 1, and the distance between the two adjacent installation pipes 7 or the two sleeves 10 is about 1m, and the Better "self-locking" effect.
  • the cross section of the protruding part 5 and the recessed part 6 is an isosceles trapezoid structure which is expanded obliquely to the outside, and this structure can realize the quick engagement of the protruding part 5 and the recessed part 6 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

Disclosed is an integrated cold-formed thin-wall steel and lightweight concrete composite wallboard structure. Left and right ends of a wallboard body are respectively cast with and connected to a convex-shaped steel part and a concave-shaped steel part, and the structure of a protruding portion of the convex-shaped steel part corresponds to the structure of a recess portion of the concave-shaped steel part; a mounting pipe is provided between two side walls of the protruding portion, two ends of the mounting pipe are respectively fixedly connected to inner surfaces of the side walls of the protruding portion, two screws are mounted facing away from each other in the mounting pipe, a spring is provided between the two screws, and the two screws pass through the protruding portion and then extend out of the protruding portion; and inner surfaces of the two side walls of the recess portion are each provided with a horizontally arranged sleeve, which is in communication with the outside via a connecting end of the side wall. By means of providing the convex-shaped steel part and the concave-shaped steel part, with the convex-shaped steel part being provided with the mounting pipe, the screws and the spring, and the concave-shaped steel part being provided with the sleeves, in a hoisting process, the screws can be snap-fitted into the sleeves merely by keeping the end portions flush and by horizontal movement, thereby greatly improving the hoisting and mounting efficiency.

Description

一种冷弯薄壁型钢轻混凝土复合一体墙板结构A cold-formed thin-walled steel light-concrete composite integrated wall panel structure 技术领域technical field

本申请涉及一种墙板结构,特别是一种冷弯薄壁型钢轻混凝土复合一体墙板结构。The present application relates to a wall panel structure, in particular to a cold-formed thin-walled steel light-concrete composite integrated wall panel structure.

背景技术Background technique

目前的冷弯薄壁型钢、冷弯薄壁型钢复合墙板体系的连接节点均采用常规方式通过普通角铁、L型或一字型码件用螺钉直接打入两片墙板的钢龙骨中进行连接;这种连接结构须人工在现场进行后期钻入自攻螺钉,工作量繁重、操作精度难以控制,同时产生冷结构缝,防水问题难以解决,连接件会突出墙体表面,对装饰美观性造成一定影响。At present, the connection nodes of the cold-formed thin-walled steel and cold-formed thin-walled steel composite wallboard systems are directly driven into the steel keel of the two wallboards by ordinary angle iron, L-shaped or in-line code pieces in a conventional manner. For connection; this kind of connection structure must be manually drilled into the self-tapping screw on site, the workload is heavy, the operation accuracy is difficult to control, and cold structural joints are generated at the same time, the waterproof problem is difficult to solve, and the connecting piece will protrude from the wall surface, which is beautiful for decoration Sex has an impact.

发明内容SUMMARY OF THE INVENTION

本申请的目的在于,提供一种冷弯薄壁型钢轻混凝土复合一体墙板结构。该结构的墙板安装效率高,而且安装精度容易控制,而且防水性能较好。The purpose of the present application is to provide a cold-formed thin-walled steel light-concrete composite integrated wall panel structure. The wall panel of the structure has high installation efficiency, easy control of installation precision, and good waterproof performance.

本发明的技术方案:一种冷弯薄壁型钢轻混凝土复合一体墙板结构,包括有用轻混凝土浇筑而成的墙板本体,墙板本体的左、右两端分别连接有凹形型钢和/或凸形型钢,凸形型钢的凸出部位与凹形型钢的凹陷部位结构对应;所述凸出部位两侧壁之间设有安装管,安装管的两端分别与凸出部位的侧壁内表面固定连接,安装管中背向安装有2根螺杆,2根螺杆之间设置有弹簧,2根螺杆穿过凸出部位后伸出至其外部;所述凹陷部位的两侧壁内表面各设有多组水平设置的套管,套管经侧壁的连接端与外部导通。The technical scheme of the present invention: a cold-formed thin-walled steel light concrete composite integrated wall panel structure, comprising a wall panel body cast with light concrete, the left and right ends of the wall panel body are respectively connected with concave shaped steel and/or Or convex section steel, the convex part of the convex section steel corresponds to the structure of the concave section of the concave section steel; a mounting pipe is arranged between the two side walls of the convex part, and the two ends of the mounting pipe are respectively connected with the side wall of the convex part The inner surface is fixedly connected, and two screws are installed in the installation tube facing away from each other, a spring is arranged between the two screws, and the two screws pass through the protruding part and extend to the outside; Each is provided with a plurality of sets of horizontally arranged sleeves, and the sleeves communicate with the outside through the connecting ends of the side walls.

前述的冷弯薄壁型钢轻混凝土复合一体墙板结构中,所述凸形型钢和凹形型钢的两端设有向墙板本体方向伸出的连接板。In the aforementioned cold-formed thin-walled steel light-concrete composite integrated wall panel structure, both ends of the convex-shaped steel and the concave-shaped steel are provided with connecting plates protruding toward the body of the wall panel.

前述的冷弯薄壁型钢轻混凝土复合一体墙板结构中,所述凸出部位两侧的凸形型钢顶面固定设置有弹性材料层,弹性材料层外侧设置有防水封堵材料,相邻2块墙板连接时,防水封堵材料外侧设置有耐火建筑密封胶和勾缝 剂。In the aforementioned cold-formed thin-walled steel light-concrete composite integrated wall panel structure, the convex-shaped steel top surface on both sides of the protruding part is fixedly provided with an elastic material layer, and the outer side of the elastic material layer is provided with a waterproof sealing material, and adjacent 2 When the wall panels are connected, the outside of the waterproof sealing material is provided with a refractory building sealant and a grout.

前述的冷弯薄壁型钢轻混凝土复合一体墙板结构中,所述安装管、螺杆、弹簧和套管沿墙板本体高度方向设置有多个,相邻2个安装管或2个套管之间间距0.8~1.2m设置。In the aforementioned cold-formed thin-walled steel light-concrete composite integrated wall panel structure, there are multiple installation pipes, screws, springs and sleeves along the height direction of the wall panel body, and there are two adjacent installation pipes or two sleeves. The distance between them is 0.8~1.2m.

前述的冷弯薄壁型钢轻混凝土复合一体墙板结构中,所述凸出部位和凹陷部位的截面为斜向外侧扩大的等腰梯形结构。In the aforementioned cold-formed thin-walled steel light-concrete composite integrated wall panel structure, the cross-sections of the protruding parts and the concave parts are isosceles trapezoid structures that expand obliquely to the outside.

前述的冷弯薄壁型钢轻混凝土复合一体墙板结构中,所述凸出部位和凹陷部位分别设置在凸形型钢和凹形型钢的中间位置。In the aforementioned cold-formed thin-walled steel light-concrete composite integrated wall panel structure, the protruding part and the concave part are respectively arranged in the middle of the convex-shaped steel and the concave-shaped steel.

本发明的有益效果:与现有技术相比,本申请的墙板结构中,通过设置凸形型钢和凹形型钢,凸形型钢上设置安装管、螺杆、弹簧,凹形型钢上设置有套管,吊装过程中,只需要保证端部平齐,水平移动即可使得螺杆卡入套管中,从而实现相邻两块墙板的安装,省去了二次进行角码连接的工序,大大提高了吊装安装效率;同时该连接节点设置为凹、凸型接口,同时在凸形型钢端面处设置了橡胶棒或其他防水封堵材料堵水,形成2两道防水线,避免外水渗入缝内,大大提高了建筑结构的耐久性,防水性能较好;连接件均设置在墙板的连接端,连接端相互扣合后,即可将连接件遮挡住,整个墙体表面比较整洁。Beneficial effects of the present invention: Compared with the prior art, in the wall panel structure of the present application, by setting the convex section steel and the concave section steel, the convex section steel is provided with a mounting tube, a screw rod and a spring, and the concave section steel is provided with a sleeve During the hoisting process, it is only necessary to ensure that the ends are flush, and the horizontal movement can make the screw clamp into the casing, thereby realizing the installation of two adjacent wall panels, eliminating the need for the second process of connecting the corners, greatly The efficiency of hoisting and installation is improved; at the same time, the connection node is set as a concave and convex interface, and a rubber rod or other waterproof sealing material is set at the end face of the convex steel to block water, forming two waterproof lines to prevent external water from seeping into the seam Inside, the durability of the building structure is greatly improved, and the waterproof performance is good; the connecting parts are all arranged at the connecting ends of the wall panels, and after the connecting ends are buckled with each other, the connecting parts can be blocked, and the entire wall surface is relatively clean.

综合而言,本申请的墙板结构节点简单明确,施工方便高效,大大降低了间接成本和时间、人工成本。In general, the wall panel structure node of the present application is simple and clear, the construction is convenient and efficient, and the indirect cost, time and labor cost are greatly reduced.

附图说明Description of drawings

附图1为本发明的结构示意图;Accompanying drawing 1 is the structural representation of the present invention;

附图2为相邻2块墙板连接后的结构示意图;Accompanying drawing 2 is the structural representation after the connection of two adjacent wall panels;

附图3为附图1的局部放大示意图;Accompanying drawing 3 is the partial enlarged schematic diagram of accompanying drawing 1;

附图4为附图3的局部放大示意图;Accompanying drawing 4 is the partial enlarged schematic diagram of accompanying drawing 3;

附图5为附图1的侧面结构示意图;Accompanying drawing 5 is the side structure schematic diagram of accompanying drawing 1;

附图6为相邻2块墙板安装时的第一步骤示意图;Accompanying drawing 6 is the first step schematic diagram when adjacent 2 wall panels are installed;

附图7为相邻2块墙板安装时的第二步骤示意图;Accompanying drawing 7 is the second step schematic diagram when adjacent 2 wall panels are installed;

附图8为相邻2块墙板安装时的第三步骤示意图;Accompanying drawing 8 is the 3rd step schematic diagram when adjacent 2 wall panels are installed;

附图9为端部墙板的其中一种结构示意图;Accompanying drawing 9 is one of the structural representations of end wall panels;

附图10为端部墙板的另一种结构示意图。Figure 10 is another structural schematic diagram of the end wall panel.

附图标记:1-墙板本体,2-凸形型钢,3-凹形型钢,4-连接板,5-凸出部位,6-凹陷部位,7-安装管,8-螺杆,9-弹簧,10-套管,11-弹性材料层,12-防水封堵材料,13-耐火建筑密封胶,14-勾缝剂。Reference numerals: 1-wall panel body, 2-convex section steel, 3-concave section steel, 4-connecting plate, 5-protruding part, 6-concave part, 7-installation pipe, 8-screw, 9-spring , 10 - casing, 11 - elastic material layer, 12 - waterproof sealing material, 13 - fireproof building sealant, 14 - jointing agent.

具体实施方式Detailed ways

下面结合附图和实施例对本发明作进一步的说明,但并不作为对本发明限制的依据。The present invention will be further described below in conjunction with the accompanying drawings and embodiments, but not as a basis for limiting the present invention.

本申请的实施例:一种冷弯薄壁型钢轻混凝土复合一体墙板结构,如附图1-10所示,包括有用轻混凝土浇筑而成的墙板本体1,墙板本体1的左侧端浇筑连接有凹形型钢3,墙板本体1的右侧端浇筑连接有凸形型钢2。当墙板安装在最左侧端时,此时墙板本体1的左侧端如附图9所示,为平面结构;当墙板安装在最右侧端时,此时墙板本体1的右侧端如附图10所示,为平面结构。凸形型钢2上设有的凸出部位5与凹形型钢3上设有的凹陷部位6结构对应。所述凸出部位5两侧壁之间设有安装管7,安装管7的两端分别与凸出部位5的侧壁内表面固定连接,安装管7中背向安装有2根螺杆8,2根螺杆8之间设置有弹簧9,2根螺杆8的杆身穿过凸出部位5后在弹簧9的弹力作用下伸出至凸出部位5外部,伸出孔小于螺杆8的螺帽,从而避免在弹簧9左右下螺杆8从安装管7中掉出。所述凹陷部位6的两侧壁内表面各设有多组水平设置的套管10,每组包括有2个对称设置的套管10,每个套管10与凹陷部位6的侧壁连接端与外部导通。The embodiment of the present application: a cold-formed thin-walled steel light-weight concrete composite integrated wall panel structure, as shown in the accompanying drawings 1-10, includes a wall panel body 1 cast with light concrete, and the left side of the wall panel body 1 is The concave shaped steel 3 is connected by end casting, and the convex shaped steel 2 is connected by casting at the right end of the wall panel body 1 . When the wall panel is installed at the leftmost end, the left end of the wall panel body 1 is a plane structure as shown in FIG. 9 at this time; when the wall panel is installed at the rightmost end, the The right end, as shown in Figure 10, is a plane structure. The protruding parts 5 provided on the convex shaped steel 2 are structurally corresponding to the concave parts 6 provided on the concave shaped steel 3 . An installation pipe 7 is arranged between the two side walls of the protruding part 5, and the two ends of the installation pipe 7 are respectively fixedly connected with the inner surface of the side wall of the protruding part 5. Two screws 8 are installed in the installation pipe 7 facing away. A spring 9 is arranged between the two screws 8. The shafts of the two screws 8 pass through the protruding part 5 and then extend to the outside of the protruding part 5 under the elastic force of the spring 9, and the protruding hole is smaller than the nut of the screw 8. , so as to prevent the lower screw 8 from falling out of the installation tube 7 around the spring 9 . The inner surfaces of the two side walls of the recessed portion 6 are respectively provided with multiple sets of horizontally arranged sleeves 10, each group includes two symmetrically arranged sleeves 10, and each sleeve 10 is connected to the side wall of the recessed portion 6. End connected to the outside.

整个墙板的制造以及安装包括有以下步骤:The manufacture and installation of the entire wall panel includes the following steps:

1、如附图6所示,首先将墙板本体1边缘处的冷弯薄壁型钢生产成特定的尺寸和形状,一块墙板一边边缘处为凹形,即凹形型钢3,另一块墙板一边边缘处为凸形,即凸形型钢2。并在凸形型钢2处将螺杆8、弹簧9固定于凸形型钢2的安装管7,这样避免后期浇筑混凝土时,混凝土进入到安装管7内部,将螺杆8和弹簧9凝固住,导致后期安装过程中螺杆8和弹簧 9无法使用。沿凸形型钢2每隔一段距离设置一套安装管7、螺杆8及弹簧9;1. As shown in Figure 6, firstly, the cold-formed thin-walled section steel at the edge of the wall panel body 1 is produced into a specific size and shape. One edge of the wall panel is concave, that is, the concave section steel 3, and the other wall The edge of one side of the plate is convex, that is, convex shaped steel 2 . And fix the screw 8 and the spring 9 on the installation pipe 7 of the convex steel 2 at the convex steel 2, so as to avoid the concrete entering the installation pipe 7 when the concrete is poured in the later stage, and the screw 8 and the spring 9 are solidified, resulting in the later stage. Screw 8 and spring 9 cannot be used during installation. A set of installation pipes 7, screw rods 8 and springs 9 are arranged at intervals along the convex section steel 2;

将另一块墙板的凹形型钢3对应的位置用套管10提前在墙板浇筑前预留出孔洞。然后浇筑轻混凝土,最终得到如附图1、附图9或附图10所示结构墙板。Use the casing 10 at the position corresponding to the concave shaped steel 3 of the other wall panel to reserve holes in advance before the wall panel is poured. Then light concrete is poured, and finally the structural wall panel shown in Figure 1, Figure 9 or Figure 10 is obtained.

2、如附图7所示,然后吊装、安装墙板,在凹形型钢3和凸形型钢2接近时,用工具按压螺杆8的端部,使得螺杆8压缩弹簧9后向安装管7内部移动,使凹形型钢3和凸形型钢2契合,螺杆8与凹形型钢3上预留的孔洞处于在同一位置时弹簧9反弹使螺杆8进入凹形型钢3的孔洞里,实现“自锁”。为实现快速“自锁”,应保持相邻2块墙板的端部平齐,此时相对应的螺杆8和对于的预留孔洞处于同一水平面,水平移动一块墙板后,即可保证螺杆8卡入预留孔洞中。2. As shown in Figure 7, then hoist and install the wall panel. When the concave section steel 3 and the convex section steel 2 are close to each other, use a tool to press the end of the screw 8, so that the screw 8 compresses the spring 9 and moves toward the inside of the installation tube 7. Move to make the concave section steel 3 fit the convex section steel 2, and the spring 9 rebounds when the screw 8 and the hole reserved on the concave section steel 3 are in the same position, so that the screw 8 enters the hole of the concave section steel 3 to realize "self-locking". ". In order to achieve rapid "self-locking", the ends of the two adjacent wall panels should be kept flush. At this time, the corresponding screw 8 and the corresponding reserved holes are on the same level. After moving one wall panel horizontally, the screw can be guaranteed. 8 Snap into the reserved hole.

3、如附图8所示,墙板“自锁”完毕后,对其连接缝进行处理,整个安装过程结束。3. As shown in Figure 8, after the "self-locking" of the wall panel is completed, the connecting seam of the wall panel is processed, and the entire installation process is completed.

所述凸形型钢2和凹形型钢3的两端设有向墙板本体1方向伸出的连接板4。使得凸形型钢2和凹形型钢3与浇筑的混凝土牢固连接在一起,整体性更好。Both ends of the convex section steel 2 and the concave section steel 3 are provided with connecting plates 4 extending toward the wall panel body 1 . The convex section steel 2 and the concave section steel 3 are firmly connected with the poured concrete, and the integrity is better.

所述凸出部位5两侧的凸形型钢2顶面固定设置有弹性材料层11,该弹性材料层11可为沥青麻丝等弹性材料,该沥青麻丝等弹性材料可以防止相邻2块墙板表面碰触时,墙板表面出现损坏。弹性材料层11外侧设置有防水封堵材料12,防水封堵材料12可为发泡橡胶棒或其他防水封堵材料,实现防水作用。The top surface of the convex-shaped steel 2 on both sides of the protruding part 5 is fixedly provided with an elastic material layer 11, and the elastic material layer 11 can be an elastic material such as asphalt hemp, which can prevent the adjacent 2 blocks. When the wallboard surface touches, the wallboard surface is damaged. The outer side of the elastic material layer 11 is provided with a waterproof blocking material 12, and the waterproof blocking material 12 can be a foamed rubber rod or other waterproof blocking material to achieve waterproof effect.

相邻2块墙板连接时,即第三步骤过程中,在防水封堵材料12外侧注入耐火建筑密封胶13,同时在最外侧使用和墙体涂料一致的勾缝剂14进行勾缝。When the two adjacent wall panels are connected, that is, during the third step, the refractory building sealant 13 is injected on the outside of the waterproof sealing material 12, and the jointing agent 14 consistent with the wall paint is used on the outermost side for jointing.

所述安装管7、螺杆8、弹簧9和套管10沿墙板本体1高度方向设置有多个,相邻2个安装管7或2个套管10之间间距为1m左右,即可取得较好的“自锁”效果。The installation pipes 7, the screw rods 8, the springs 9 and the sleeves 10 are provided in a plurality along the height direction of the wall panel body 1, and the distance between the two adjacent installation pipes 7 or the two sleeves 10 is about 1m, and the Better "self-locking" effect.

所述凸出部位5和凹陷部位6的截面为斜向外侧扩大的等腰梯形结构,该结构可实现凸出部位5和凹陷部位6的快速卡合。The cross section of the protruding part 5 and the recessed part 6 is an isosceles trapezoid structure which is expanded obliquely to the outside, and this structure can realize the quick engagement of the protruding part 5 and the recessed part 6 .

所述凸出部位5和凹陷部位6分别设置在凸形型钢2和凹形型钢3的中间位置。保证凸出部位5和凹陷部位6两侧墙体的结构性能一致。The protruding part 5 and the concave part 6 are respectively arranged in the middle position of the convex shaped steel 2 and the concave shaped steel 3 . Ensure that the structural performance of the walls on both sides of the protruding part 5 and the concave part 6 is consistent.

Claims (6)

一种冷弯薄壁型钢轻混凝土复合一体墙板结构,其特征在于:包括有用轻混凝土浇筑而成的墙板本体(1),墙板本体(1)的左、右两端分别连接有凹形型钢(3)和/或凸形型钢(2),凸形型钢(2)的凸出部位(5)与凹形型钢(3)的凹陷部位(6)结构对应;所述凸出部位(5)两侧壁之间设有安装管(7),安装管(7)的两端分别与凸出部位(5)的侧壁内表面固定连接,安装管(7)中背向安装有2根螺杆(8),2根螺杆(8)之间设置有弹簧(9),2根螺杆(8)穿过凸出部位(5)后伸出至其外部;所述凹陷部位(6)的两侧壁内表面各设有多组水平设置的套管(10),套管(10)经侧壁的连接端与外部导通。A cold-formed thin-walled steel light-concrete composite integrated wall panel structure is characterized in that: it comprises a wall panel body (1) cast with light concrete, and the left and right ends of the wall panel body (1) are respectively connected with concave Shaped steel (3) and/or convex shaped steel (2), the protruding part (5) of the convex shaped steel (2) corresponds to the concave part (6) of the concave shaped steel (3) in structure; the protruding part ( 5) An installation pipe (7) is arranged between the two side walls, and the two ends of the installation pipe (7) are respectively fixedly connected to the inner surface of the side wall of the protruding part (5). A screw (8), a spring (9) is arranged between the two screws (8), and the two screws (8) pass through the protruding part (5) and then extend to the outside; The inner surfaces of the two side walls are respectively provided with a plurality of sets of horizontally arranged sleeves (10), and the sleeves (10) are connected to the outside through the connecting ends of the side walls. 根据权利要求1所述的冷弯薄壁型钢轻混凝土复合一体墙板结构,其特征在于:所述凸形型钢(2)和凹形型钢(3)的两端设有向墙板本体(1)方向伸出的连接板(4)。The cold-formed thin-walled steel light-weight concrete composite integrated wall panel structure according to claim 1, characterized in that: both ends of the convex-shaped steel (2) and the concave-shaped steel (3) are provided with a wall panel body (1). ) in the direction of the connecting plate (4). 根据权利要求1所述的冷弯薄壁型钢轻混凝土复合一体墙板结构,其特征在于:所述凸出部位(5)两侧的凸形型钢(2)顶面固定设置有弹性材料层(11),弹性材料层(11)外侧设置有防水封堵材料(12),相邻2块墙板连接时,防水封堵材料(12)外侧设置有耐火建筑密封胶(13)和勾缝剂(14)。The cold-formed thin-walled steel light-weight concrete composite integrated wall panel structure according to claim 1, characterized in that: the top surface of the convex steel (2) on both sides of the protruding part (5) is fixedly provided with an elastic material layer ( 11), the outer side of the elastic material layer (11) is provided with a waterproof sealing material (12), and when two adjacent wall panels are connected, the outer side of the waterproof sealing material (12) is provided with a refractory building sealant (13) and a jointing agent (14). 根据权利要求1所述的冷弯薄壁型钢轻混凝土复合一体墙板结构,其特征在于:所述安装管(7)、螺杆(8)、弹簧(9)和套管(10)沿墙板本体(1)高度方向设置有多个,相邻2个安装管(7)或2个套管(10)之间间距0.8~1.2m设置。The cold-formed thin-walled steel light-weight concrete composite integrated wall panel structure according to claim 1, characterized in that: the installation pipe (7), the screw (8), the spring (9) and the sleeve (10) are along the wall panel The body (1) is provided with a plurality of in the height direction, and the distance between two adjacent installation pipes (7) or two sleeves (10) is 0.8-1.2m. 根据权利要求1所述的冷弯薄壁型钢轻混凝土复合一体墙板结构,其特征在于:所述凸出部位(5)和凹陷部位(6)的截面为斜向外侧扩大的等腰梯形结构。The cold-formed thin-walled steel light-weight concrete composite integrated wall panel structure according to claim 1, characterized in that: the cross-sections of the protruding parts (5) and the recessed parts (6) are isosceles trapezoid structures that expand obliquely to the outside . 根据权利要求1所述的冷弯薄壁型钢轻混凝土复合一体墙板结构,其 特征在于:所述凸出部位(5)和凹陷部位(6)分别设置在凸形型钢(2)和凹形型钢(3)的中间位置。The cold-formed thin-walled steel light-weight concrete composite integrated wall panel structure according to claim 1, characterized in that: the protruding part (5) and the concave part (6) are respectively arranged on the convex-shaped steel (2) and the concave-shaped part (6). The middle position of the section steel (3).
PCT/CN2021/132730 2020-12-16 2021-11-24 Integrated cold-formed thin-wall steel and lightweight concrete composite wallboard structure Ceased WO2022127539A1 (en)

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